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JP3968698B2 - Dehydration method for organic sludge with high fat content - Google Patents
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JP3968698B2 - Dehydration method for organic sludge with high fat content - Google Patents

Dehydration method for organic sludge with high fat content Download PDF

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JP3968698B2
JP3968698B2 JP2002052726A JP2002052726A JP3968698B2 JP 3968698 B2 JP3968698 B2 JP 3968698B2 JP 2002052726 A JP2002052726 A JP 2002052726A JP 2002052726 A JP2002052726 A JP 2002052726A JP 3968698 B2 JP3968698 B2 JP 3968698B2
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Prior art keywords
flocculant
organic polymer
sludge
polymer flocculant
organic sludge
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JP2002052726A
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JP2003251399A (en
Inventor
正悟 岡本
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DKS Co Ltd
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DKS Co Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、主に食品工場などで発生する有機性汚泥の処理技術に関する。
【0002】
【従来の技術】
従来より、有機性汚泥の脱水処理にはカチオン性の有機高分子凝集剤、もしくは硫酸バン土や塩化第二鉄などの無機凝集剤と両性の有機高分子凝集剤との組合わせによって、固形物の凝集処理を行なって脱水機で固液分離を行なう方法が一般的に採用されている。
【0003】
【発明が解決しようとする課題】
しかしながら、油脂分を非常に多く含んだ汚泥(例えば豚などの食肉工場の汚泥)は凝集性が悪く、これらの処方では満足に処理できないケースが発生する。汚泥の凝集性が満足に行なえない場合、活性汚泥など排水処理工程に対する負荷が非常にかかったり、汚泥の脱水ケーキ量が増加し廃棄コストが増大するなどの問題が発生する為、汚泥の凝集脱水処理は確実に行なわれる必要性がある。
【0004】
【課題を解決するための手段】
本発明者らは、このような油脂分を多量に含んだ脱水困難な汚泥を用いて、その凝集処理方法を鋭意検討した結果、酸性の無機凝集剤で汚泥を凝集し易い状態に調質し、アニオン性有機高分子凝集剤、両性の有機高分子凝集剤の順で凝集処理を行なう方法を見出した。凝集処理された汚泥は、従来から一般的に用いられているベルトプレス型脱水機や遠心脱水機で容易に処理される。
【0005】
このように、本発明は油脂を含んでいる有機質汚泥に凝集剤を添加し、凝集したフロックを分離した後脱水機で脱水する有機質汚泥の脱水方法において、凝集剤として1番目に鉄系もしくはアルミ系酸性無機凝集剤を添加し、2番目にアニオン系有機高分子凝集剤を添加し、3番目に両性有機高分子凝集剤を添加することを特徴とする有機質汚泥の脱水方法に関する。
【0006】
無機凝集剤は、塩化第二鉄、ポリ硫酸鉄、ポリ塩化アルミ、硫酸バン土など一般的に水処理で用いられる薬剤でよい。
【0007】
アニオン性有機高分子凝集剤は、アクリルアミド−アクリル酸ナトリウムの共重合物が一般的に用いられる。但し、これに類するアニオン性水溶性高分子であれば使用可能である。
【0008】
両性の有機高分子凝集剤には、アクリルアミド−アクリル酸−ジメチルアミノエチル(メタ)アクリレートの酸塩(もしくは四級化塩)が広く使われており、それを用いることが出来る。両性凝集剤におけるカチオン構成単位とアニオン構成単位のモル比(CV/AV)は1以上が望ましい。また、カチオン構成単位のモル%は5〜50モル%が望ましい。
【0009】
薬剤の添加順序は
1.無機凝集剤(pH4〜6へ調整)
2.アニオン性有機高分子凝集剤
3.両性有機高分子凝集剤
の順で添加する。順序が変わると満足な凝集効果が得られないことがあり、最悪の場合には全く凝集しない。
各凝集剤の添加量は、有機質汚泥の固形分に対し、アニオン系有機高分子凝集剤は0.05〜1重量%、両性有機高分子凝集剤は0.1〜2重量%程度である。鉄系もしくはアルミ系酸性無機凝集剤は特に限定はない。
【0010】
本発明方法による凝集メカニズムについては、充分に判っていないが、次の様な凝集機構が考えられる。
1.無機凝集剤で油脂分を凝結処理し、油脂分を核とした微細フロックが形成され、アニオン性有機高分子凝集剤が吸着作用し易くなる。
2.アニオン性有機高分子凝集剤が生成した微細フロックに吸着する。但し、この段階ではアニオン性有機高分子凝集剤の吸着力が弱いこと、油脂を核としている点から凝集物の物理的強度が非常に弱く、粗大フロックは生成されない。
3.両性の有機高分子凝集剤を添加すると、これが油脂分を核とした微細フロックとアニオン性有機高分子凝集剤とに反応して不溶化、強固なフロックを生成する。
【0011】
【実施例】
対象汚泥性状(食肉工場の排水処理場汚泥)
(固形物 2.5%固形物当り:油脂分40%,蛋白質39%,無機質5%,繊維質11%)
上記供試汚泥を300mlのビーカーに200ml採取し、実施例および比較例の凝集試験を実施した。撹拌はジャーテスターで250rpmの速度に設定した。使用した有機高分子凝集剤を表1に示す。
【0012】
【表1】

Figure 0003968698
【0013】
実施例1
40%塩化第二鉄溶液0.3mlを添加し、30秒間攪拌し、次いでアニオン性有機高分子凝集剤Aの0.1%水溶液7mlを添加し、30秒間攪拌し、次いで両性有機高分子凝集剤Bの0.2%水溶液10mlを添加し、30秒間攪拌した。
【0014】
実施例2
実施例1においてアニオン性有機高分子凝集剤Aに代えて、アニオン性有機高分子凝集剤Cの0.1%水溶液7mlを添加したことを除き、実施例1と同じ処理を行った。
【0015】
比較例1
実施例1においてアニオン性高分子凝集剤Aの添加ステップを省略したことを除き、実施例1と同じ処理を行った。
【0016】
比較例2
実施例1において両性高分子凝固剤Bの添加ステップを省略したことを除き、実施例1と同じ処理を行った。
【0017】
比較例3
両性高分子凝集剤Bの0.2%水溶液10mlを添加し、30秒間攪拌した。
【0018】
比較例4
40%塩化第二鉄水溶液0.3mlを添加し、30秒間攪拌し、次いで両性有機高分子凝集剤Bの0.2%水溶液10mlを添加し、30秒間攪拌し、次いでアニオン性有機高分子凝集剤Aの0.1%水溶液7mlを添加し、攪拌した。
【0019】
実施例1−2および比較例1−4においてフロックの凝集状態(フロック径)およびその固液分離の容易さを評価した結果を表2に示す。
【0020】
【表2】
Figure 0003968698
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a technique for treating organic sludge generated mainly in food factories.
[0002]
[Prior art]
Conventionally, organic sludge is dehydrated by using a combination of a cationic organic polymer flocculant, or an inorganic flocculant such as vanous sulfate or ferric chloride and an amphoteric organic polymer flocculant. In general, a method of performing solidification and liquid separation using a dehydrator is performed.
[0003]
[Problems to be solved by the invention]
However, sludge containing a very large amount of fats and oils (for example, sludge from meat factories such as pigs) has poor agglomeration, and there are cases where these formulations cannot be treated satisfactorily. If sludge coagulation cannot be achieved satisfactorily, sludge coagulation and dehydration will occur due to problems such as heavy loads on the wastewater treatment process, such as activated sludge, and increased sludge dewatering cake volume and waste disposal costs. Processing needs to be done reliably.
[0004]
[Means for Solving the Problems]
As a result of intensive studies on the coagulation treatment method using such sludge that contains a large amount of oil and fat and difficult to dewater, the present inventors have conditioned the sludge so that it is likely to coagulate with an acidic inorganic coagulant. And an anionic organic polymer flocculant and an amphoteric organic polymer flocculant in order. The coagulated sludge is easily treated with a belt press type dehydrator or a centrifugal dehydrator that has been generally used.
[0005]
As described above, in the present invention, a flocculant is added to organic sludge containing fats and oils, and the flocs are separated and then dehydrated by a dehydrator. The present invention relates to a method for dewatering organic sludge, characterized by adding an acidic acidic inorganic flocculant, adding an anionic organic polymer flocculant second, and adding an amphoteric organic polymer flocculant third.
[0006]
The inorganic flocculant may be an agent generally used in water treatment, such as ferric chloride, polyiron sulfate, polyaluminum chloride, and vanous sulfate.
[0007]
As the anionic organic polymer flocculant, a copolymer of acrylamide-sodium acrylate is generally used. However, any anionic water-soluble polymer similar to this can be used.
[0008]
As the amphoteric organic polymer flocculant, an acid salt (or quaternized salt) of acrylamide-acrylic acid-dimethylaminoethyl (meth) acrylate is widely used, and it can be used. The molar ratio (CV / AV) between the cationic structural unit and the anionic structural unit in the amphoteric flocculant is preferably 1 or more. Moreover, 5-50 mol% of the cation structural unit is desirable.
[0009]
The order of drug addition is 1. Inorganic flocculant (adjusted to pH 4-6)
2. 2. Anionic organic polymer flocculant Add in the order of amphoteric organic polymer flocculants. If the order is changed, a satisfactory aggregation effect may not be obtained, and in the worst case, no aggregation occurs.
The amount of each flocculant added is about 0.05 to 1% by weight for the anionic organic polymer flocculant and about 0.1 to 2% by weight for the amphoteric organic polymer flocculant with respect to the solid content of the organic sludge. The iron-based or aluminum-based acidic inorganic flocculant is not particularly limited.
[0010]
Although the aggregation mechanism according to the method of the present invention is not fully understood, the following aggregation mechanism is conceivable.
1. The fat and oil are coagulated with the inorganic flocculant to form fine flocs with the fat and oil as the core, and the anionic organic polymer flocculant is easily adsorbed.
2. Adsorbs to the fine flocs produced by the anionic organic polymer flocculant. However, at this stage, the adsorptive power of the anionic organic polymer flocculant is weak, and the physical strength of the aggregate is very weak because oil and fat are the core, and no coarse floc is generated.
3. When an amphoteric organic polymer flocculant is added, it reacts with fine flocs having an oil and fat core and an anionic organic polymer flocculant to insolubilize and produce strong flocs.
[0011]
【Example】
Applicable sludge properties (sewage sludge from a meat factory)
(2.5% solids per solid: 40% fat, 39% protein, 5% mineral, 11% fiber)
200 ml of the test sludge was collected in a 300 ml beaker, and the coagulation test of Examples and Comparative Examples was performed. Agitation was set at a speed of 250 rpm with a jar tester. Table 1 shows the organic polymer flocculants used.
[0012]
[Table 1]
Figure 0003968698
[0013]
Example 1
Add 0.3 ml of 40% ferric chloride solution and stir for 30 seconds, then add 7 ml of 0.1% aqueous solution of anionic organic polymer flocculant A, stir for 30 seconds, and then amphoteric organic polymer agglomeration 10 ml of 0.2% aqueous solution of Agent B was added and stirred for 30 seconds.
[0014]
Example 2
The same treatment as in Example 1 was performed except that 7 ml of a 0.1% aqueous solution of the anionic organic polymer flocculant C was added in place of the anionic organic polymer flocculant A in Example 1.
[0015]
Comparative Example 1
The same treatment as in Example 1 was performed except that the step of adding the anionic polymer flocculant A in Example 1 was omitted.
[0016]
Comparative Example 2
The same treatment as in Example 1 was performed except that the step of adding the amphoteric polymer coagulant B in Example 1 was omitted.
[0017]
Comparative Example 3
10 ml of 0.2% aqueous solution of amphoteric polymer flocculant B was added and stirred for 30 seconds.
[0018]
Comparative Example 4
Add 0.3 ml of 40% ferric chloride aqueous solution and stir for 30 seconds, then add 10 ml of 0.2% aqueous solution of amphoteric organic polymer flocculant B, stir for 30 seconds, then anionic organic polymer agglomeration 7 ml of 0.1% aqueous solution of Agent A was added and stirred.
[0019]
Table 2 shows the results of evaluating the floc aggregation state (floc diameter) and the ease of solid-liquid separation in Example 1-2 and Comparative Example 1-4.
[0020]
[Table 2]
Figure 0003968698

Claims (1)

油脂を含んでいる有機質汚泥に凝集剤を添加し、凝集したフロックを分離した後脱水機で脱水する有機質汚泥の脱水方法において、凝集剤として1番目に鉄系もしくはアルミ系酸性無機凝集剤を添加し、2番目にアニオン系有機高分子凝集剤を添加し、3番目に両性有機高分子凝集剤を添加することを特徴とする有機質汚泥の脱水方法。Add the flocculant to the organic sludge containing fats and oils, separate the agglomerated flocs, and then dehydrate it with a dehydrator. Add the first iron-based or aluminum-based acidic inorganic flocculant as the flocculant. And, an anionic organic polymer flocculant is added second, and an amphoteric organic polymer flocculant is added third, and the organic sludge dewatering method is characterized.
JP2002052726A 2002-02-28 2002-02-28 Dehydration method for organic sludge with high fat content Expired - Lifetime JP3968698B2 (en)

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